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| 1 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge.In cementmortar |
| 2 | Demolishing cement concrete manually/ by mechanical means includingdisposal of material within 50 metres lead as per direction of Engineer -in - charge. Nominal concrete 1:4:8 or leaner mix (including equivalentdesign mix) |
| 3 | Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): Frombrick work in cement mortar |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, for all lift, including getting out the excavated soil and disposalof surplus excavated soil as directed, within a lead of 50 m. All kinds ofsoil. |
| 5 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 6 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 40 mm nominal size derived fromnatural sources) |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (1cement : 6 coarse sand) |
| 8 | Centering and shuttering including strutting, propping etc. and removalof form for Foundations, footings, bases of columns, etc. for massconcrete |
| 9 | Centering and shuttering including strutting, propping etc. and removalof form for Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 10 | Centering and shuttering including strutting, propping etc. and removalof form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5coarse sand (zone-III) derived from natural sources : 3 graded stoneaggregate 20 mm nominal size derived from natural sources) |
| 14 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 15 | Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns,piers,abutments, pillars, posts, struts, buttresses, string or lacingcourses, parapets, coping, bed blocks, anchor blocks, plain window sills,fillets,sunken floor etc., up to floor five level, excluding the cost ofcentering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources) |
| 16 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to50 and for all lift. |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 19 | Dismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 metres lead. |
| 20 | 15 mm cement plaster on the rough side of single or half brick wall ofmix: 1:6 (1 cement: 6 fine sand) |
| 21 | Removing dry or oil bound distemper, water proofing cement paint andthe like by scrapping, sand papering and preparing the surface smoothincluding necessary repairs to scratches etc. complete. |
| 22 | Finishing walls with Premium Acrylic Smooth exterior paint with Siliconeadditives of required shade: New work (Two or more coats applied @1.43 ltr/10 sqm over and including priming coat of exterior primerapplied @ 0.90 litre/10 sqm) |
| 23 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 moutside the periphery of the area cleared. |
| 24 | Supplying at site Angle iron post & strut of required size includingbottom to be split and bent at right angle in opposite direction for 10 cmlength and drilling holes upto 10 mm dia. etc. complete. |
| 25 | Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length 90m), having 50 nos rounds per 6 metre length, upto 3 m height of wallwith existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples andG.I. clips to retain horizontal, including necessary bolts or G.I. barbedwire tied to angle iron, all complete as per direction of Engineer-incharge,with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick)wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall bepaid separately) |
| 26 | Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade : Two or morecoats on new work over an under coat of suitable shade with ordinarypaint of approved brand and manufacture |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)(Bricks will be provided by department) Please Enable Macros to View BoQ information |
